This paper takes the design of a slanted frame-shear wall structure in a certain technological and cultural center as an example to analyze the special differences in the stress of the structure under gravity and earthquake when the columns are all slanted compared to traditional frame and frame-shear wall structures.The general analysis process of this type of fully inclined column frame is summarized,mainly including:structural scheme selection,overall structural analysis,inclined column component design,frame beam design,floor design,comparative analysis of different types of software,irregular analysis,settlement analysis,elastic-plastic seismic damage analysis,important node finite element analysis,etc.Through the process analysis and design,various indicators and stress conditions meet the requirements of specifications,while innovative changes in architectural form are also realized.
关键词
全斜柱框剪结构/受力分析/节点有限元分析/不规则分析/弹塑性分析
Key words
frame-shear wall structure of fully inclined columns/stress analysis/finite element analysis of node/irregular analysis/elastoplastic analysis
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